HomeMy WebLinkAboutB14-0010 plansFEB.10.2014
FEB.10.2014
Received
By Carolyn Godfrey at 10:07 am, Feb 11, 2014
B14-0010
DESIGN REVIEW
ADMINISTRATIVE APPROVAL
By jspence at 2:59 pm, Feb 17, 2014
FEB.10.2014
FEB.10.2014
DESIGN REVIEW
ADMINISTRATIVE APPROVAL
By jspence at 2:59 pm, Feb 17, 2014
FEB.10.2014
FEB.10.2014
FEB.10.2014
FEB.10.2014
FEB.10.2014
FEB.10.2014
DESIGN REVIEW
ADMINISTRATIVE APPROVAL
By jspence at 2:59 pm, Feb 17, 2014
FEB.10.2014
FEB.10.2014
DESIGN REVIEW
ADMINISTRATIVE APPROVAL
By jspence at 2:59 pm, Feb 17, 2014
FEB.10.2014
FEB.10.2014
wireless
STRUCTURES CONSULTING, PC
ALL BOLTS TO BE TIGHTENED TO A "SNUG-TIGHT" CONDITION AS
DEFINED IN AISC 13TH EDITION, PAGE 16.2-46 PARAGRAPH 8.1
THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT
EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY
BE ATTAINED BY THE FULL EFFORT OF A MAN USING AN ORDINARY
SPUD WRENCH.
GENERAL DESIGN NOTES
DESIGN NOTES AND MATERIAL REQUIREMENTS:
1) THE DESIGN CRITERIA FOR THIS STRUCTURE IS AS FOLLOW:
A) STANDARDS AND DESIGN CODES:
INDUSTRY STANDARDS: ANSI / TIA 222-G & 2009 IBC
STEEL MANUAL: AISC 13TH EDITION
CONCRETE CODE: ACI 318-08
WELDING CODE: ANSI / AWS D1.1-06
B) DESIGN:
WIND: 90 MPH (3-SECOND GUST) PER ANSI/TIA 222-G &
2009 IBC, (SECTION1609.1.1, EXCEPTION 5) CLASSIFICATION OF STRUCTURE: II
EXPOSURE CATEGORY: C
TOPOGRAPHIC CATEGORY: 1
ICE: NOT REQUIRED FOR THIS STRUCTURE PER
ANSI/TIA-222-G(2), ANNEX B SEISMIC: PER 2009 IBC SECTION 1613, ASCE 7-05
SECTIONS 15.1.3 & 12.8
SOIL: PER 2009 IBC, TABLE 1806.2, CLASS 5 MATERIAL
C) DESIGN LOADING:
(1) - 24 OD X 6' TALL ANTENNA SHRD, BASE @ 29'-0" AGL
(2) - RUKUS ANTENNAS FLUSH MNT C.L. @ 27'-6" AGL
(1) - 30" TALL X 18" WIDE LUMINAIRE(FLAT), C.L. @ 16.3' AGL
(1) - 3" TALL X 3' LONG LUMINAIRE SUPPORT ARM, C.L. @ 15' AGL
(5) - ANDREW ION RADIOS (M85P/19HP OR M7P7P EU), INT. MNTD.
D) FACTORED BASE REACTIONS
OVERTURNING MOMENT = 18.7 foot-kips
BASE SHEAR = 0.93 kips
VERTICAL = 1.99 kipS 2) GENERAL STRUCTURAL NOTES:
A) ALL MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS:
PIPE: ASTM A53/A500 GR. B
PLATES: ASTM A36
PORTS: ASTM A500 GR.B
WELDS: E70XX ELECTRODES
ANCHOR BOLTS: ASTM F1554 GR.55
BOLTS: ASTM A325
REBAR: ASTM A615 GR.60
B) COATINGS:
GALVANIZING: ASTM A123
POWDER COAT FINISH: (RAL COLOR BLACK)
C) ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED IN
ACCORDANCE WITH AWS D1.1. FIELD WELDING IS PROHIBITED.
D) ALL STRUCTURAL BOLT SHALL BE TIGHTENED TO SNUG-TIGHT AS DEFINED BY AISC 13TH ED., PG. 16.2-46 PARAGRAPH 8.1
TIGHTENING NOTES
8"
NODE: 10
A HAD THD'D RODS w/ LW 07NOV13
MANUFACTURER
35'-0" ANTENNA CONCEALMENT POLE, 6'-0" SHROUD
VAIL NODE NETWORK
TITLE
REV
-
DATE DRAWN BY
S1
SG
SHEET
06NOV1313-0377 AM
CHECKED BY
1
ALL DIMENSIONS INCLUDE SALEM, OR 97303 FINISHES AND ARE IN INCHES
BY DATE UNLESS OTHERWISE SPECIFIED
WSC PROJECT NUMBER
WWW.WSCENGINEERING.COM
ANGLES
13377-INST(C)
Ph: 503-587-0101 Fx: 503-316-1864
DESCRIPTION REV.
REVISIONS
P.O. BOX 7293
STRUCTURES CONSULTING, P.C. IS PROHIBITED
DRAWING NUMBER
TOLERENCE:
FRACTIONS 1/16"THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WIRELESS STRUCTURES CONSULTING, P.C. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF WIRELESS
SG
1394# TOTAL GALV. WEIGHT PER STRUCTURE =
PART # DESCRIPTION QTY. UNIT WT.(#) 377-27 10 3/4" OD POLE WELDMENT, 28'-7 1/4" LONG 1 1087.7 377-5 2 3/8" O.D. x 6'-0" ANTENNA MAST WELDMENT 1 27.894-3 24" OD SHROUD SUPPORT 1 44.7 94-S3-1 24" O.D. TOP CAP WELDMENT 1 51.4 --- 24" O.D. X 6'-0" TALL ENCLOSMENT SHROUD HALF 2 34.07 WA-400 ANTENNA BRACKET FOR 2 3/8" O.D. PIPE 12 1.3 PL-539 11 GA A569 FORMED ANTENNA BRACKET 12 0.52 WA-463 PLATE WELDMENT 1 3.8 WA-505 1'-2" x 2'-8" A36, PLATE WELDMENT 1 16.2 13007-18 1/4" x 3 1/2" x 6 1/2" A36 FLATBAR 1 1.5 PL-711 6" x 12" PORT COVER 1 2.5 PL-716 11 GA X 5 1/4" X 9" X A569 COVER PLATE 1 1.6 PL-718 BUS BAR 2 0.8 PL-814 11 GA x 8 3/8" x 3'-4 3/4" VENTED RADIO PORT COVER 5 9.7 26080 1/4" x 3" G5 FLANGED BOLT, ZINC 2 -40002 1/4" FLAT WASHER, ZINC 20 -41002 1/4" LOCK WASHER, ZINC 20 -55500 1/4"-20 SPEED NUT, ZINC 2 -55595 1/4" NUT, ZINC 20 -80256 1/4" x 1 1/2" THRD STUD, ZINC 20 -15250 3/8" x 1 1/2" A307 BOLT, NUT, & L.W., GALV. 12 -15260 3/8" x 1 3/4" A307 BOLT, NUT, & L.W., GALV. 24 -26220 3/8" x 1" G5 FLANGED BOLT, ZINC 12 -40011 3/8" FLATWASHER, GALV. 24 -43010 3/8" LOCKWASHER, S.S. 8 -71017 3/8" x 5/8" BOLT, S.S. 8 -90060 3/8" STANDOFF INSULATOR (559640) 4 -91115 3/8" x 1" FLAT HD SOCKET CAP SCREW, ZINC 4 -
91127 3/8" x 3/4" NYLON SCREW 18 -
16470 1/2" x 1 1/2" A307 BOLT, GALV. 2 -
51010 1/2" A563 HEX NUT, GALV. 4 -
65030 1/2" x 2 1/2" x 4" A36 U-BOLT ASSY., GALV. 1 -
10290 5/8" x 3" A325 BOLT, NUT, & L.W., GALV. 3 -
91220 3/4" x 8 1/2" EXPANSION ANCHOR ASSEMBLY, ZINC 4 -
& LEVELED AS REQ'D
(2 PLCS)
(BY OTHERS)
ION-M RADIO
1'-2 1/2"
(BOTH HIDDEN FOR CLARITY) 24" O.D. x 6'-0" TALL
w/ DISCONNECT
(4 PLCS TOTAL)
AGL
(2 PLCS)
TO ACHEIVE PLUMNESS
35'-0"
0'-0"
B.O. STRUCTURE
(BY OTHERS)
METER LOAD CENTER
C.L. ACCESS PORT (6"x12")
(E) CONCRETE BASE,
SHIM AROUND BASE & POLE
(BY OTHERS)
IN POLE
AGL
29'-0" AGL BASE OF ANTENNA MAST
MC0816B1150JLT
AGL 7'-5 1/2"
ELEVATION VIEW
C.L. ACCESS PORT (6 1/2"x38")
PL-711
AGL
C.L. ACCESS PORT (6 1/2"x38")
11'-1 1/2"
14'-9 1/2" AGL
C.L. ACCESS PORT (6 1/2"x38")
18'-5 1/2"
C.L. ACCESS PORT (6 1/2"x38")
AGL
AGL
C.L. ACCESS PORT (4"x6")
C.L. FUTURE ANTENNAS 30'-9" 33'-9" AGL 94-S3-1
22'-7"
AGL
3'-9 1/2"
AGL C.L. KATHREIN SCALA 840 10510 (x3) 94-3 377-5 TOP OF STRUCTURE
PL-716
PL-814
840 10510 ENCLOSURE SHROUD HALF
(5 PLCS)
377-27
(BY OTHERS)
AGL
WA-505
AGL 5'-0"
BREAKER BOX
C.L. ACCESS PORT (6 1/2"x38")
KATHREIN SCALA
T.O. DISCONNECT BOX
WA-463
(2) DRILL 13/16" HOLE
IN (E) CONCRETE BASE FOR
3/4" x 8 1/2" EXPANSION
ANCHOR BOLTS w/ 6 1/4" EMBED
TO MATCH HOLES IN PLATES
A A
C C (2 PLCS) SECTION C-C 16470 94-3-1
PL-711
377-27
(4 PLCS) 51010
PL-718 (2 PLCS)
SECTION A-A
(2) 71017, (2) 43010,
& (1) 90060
wireless
STRUCTURES CONSULTING, PC
(2 PLCS)
55500
(2 PLCS)
DETAIL A
PL-711
26080
377-27
(4 PLCS)
40002, 41002, & 55595
PL-814
Ion-M Radio
DETAIL B
(2 PLCS)
26220
80256 (4 PLCS) 377-27 (3 PLCS) 10290 94-3 DETAIL C 377-27 377-5
PL-718 (2 PLCS)
SECTION F-F
65030
13007-18
& (1) 90060
(2) 71017, (2) 43010,
94-3
377-5
DETAIL E
377-27
91220
(4 PLCS)
HAD THD'D RODS w/ LW 07NOV13
MANUFACTURER
35'-0" ANTENNA CONCEALMENT POLE, 6'-0" SHROUD
VAIL NODE NETWORK
TITLE
REV
-
DATE
CHECKED BY
WSC PROJECT NUMBER
A
SHEET
NODE: 10
DRAWN BY
13-0377 SG
S2 13377-INST(C)
Ph: 503-587-0101 Fx: 503-316-1864
SALEM, OR 97303 FINISHES AND ARE IN INCHES
BY DATE DESCRIPTION REV.
1
WWW.WSCENGINEERING.COM
ANGLES
UNLESS OTHERWISE SPECIFIED
ALL DIMENSIONS INCLUDE
REVISIONS
P.O. BOX 7293
STRUCTURES CONSULTING, P.C. IS PROHIBITED
DRAWING NUMBER
AM
06NOV13TOLERENCE:
FRACTIONS 1/16"THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WIRELESS STRUCTURES CONSULTING, P.C. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF WIRELESS
SG
(4) DETAIL D DETAIL C
(5) DETAIL B
DETAIL A
DETAIL E
(4 PLCS)
PL-814
94-S3-1 377-5
WA-463
ISOMETRIC VIEW
(ONLY 1 SHOWN FOR CLARITY)
WA-505
PL-711
24" O.D. x 6'-0" TALL 94-3 ENCLOSURE SHROUD HALF (9 PLCS) (BOTH SIDES)
PL-716
(2 PLCS) 26220
(5 PLCS)
377-27
91127
91115
F F (3 PLCS) 15260 WA-400 (6 PLCS) (3 PLCS) 15250 w/ (2) 40011 DETAIL D (3 PLCS) PL-539 377-5
FEB.07.2014
ISSUE DATE:
SHEET NUMBER:
SHEET TITLE:
NODE:
SITE INFORMATION:
PLANS PREPARED BY:
DAS INSTALLATION
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
aZ@ZYmR.co
COPYRIGHT‹2013 Studio Z Architecture, LLC
LIMITATION OF WARRANTY AND
ARCHITECT'S WORK PRODUCT:
SEAL:
ELECTRICAL PLAN
E-1
GENERAL PROJECT NOTES
1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE
AND FUNCTIONING ELECTRICAL SYSTEM.
2. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF
FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION.
3. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS SPECIFICALLY
INDICATED AS EXISTING TO BE REUSED.
4. PROVIDE COMPLETE METALLIC RACEWAY SYSTEMS AND ENCLOSURES FOR ALL WIRING
THROUGHOUT THE EXTENT OF THE REQUIRED SYSTEM.
5. FINAL CONNECTIONS MAY BE MADE WITH LIQUID TIGHT FLEXIBLE STEEL CONDUIT, 1/2 INCH
MINIMUM.
6. ALL CONDUCTORS INSTALLED IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN OR THHN
THERMOPLASTIC 600V INSULATED COPPER CONDUCTORS.NO WIRE SMALLER THAN NO. 12
SHALL BE USED FOR LIGHTING OR POWER WIRING. WIRE NO. 8 AND LARGER SHALL BE
STRANDED. ALL CONDUCTORS INSTALLED IN EXTERIOR OR WET LOCATIONS SHALL BE TYPE
THWN 600V INSULATED COPPER CONDUCTORS.
7. ALL CIRCUIT BREAKERS SHALL MATCH THE PANELBOARD MANUFACTURER AND BREAKER
TYPES RECOMMENDED BY THE MANUFACTURER. THE CONTRACTOR SHALL PROVIDE NEW
TYPE WRITTEN PANEL DIRECTORIES FOR ALL PANELS.
8. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND BUSHINGS AND ALL UNUSED
KNOCKOUTS MUST BE SEALED. THERE MUST BE SUFFICIENT ROOM FOR WIRES AND
BUSHINGS.
9. ALL EQUIPMENT SHALL BE SECURELY AND ADEQUATELY SUPPORTED. PROVIDE UNISTRUT
OR SIMILAR FRAMING AS REQUIRED FOR MOUNTING OF SERVICE EQUIPMENT, RACEWAYS,
CABLE AND ALL OTHER REQUIRED ELECTRICAL COMPONENTS ON POLE.
10. PROVIDE COLD SEQUENCE METERING AS REQUIRED BY UTILITY. INSTALL A FUSED
DISCONNECT AHEAD OF THE UTILITY METER WHERE REQUIRED.
11. FIELD VERIFY THE UTILITY POINT OF DELIVERY LOCATION AND INSTALL ALL WORK IN
ACCORDANCE WITH THE UTILITY CONSTRUCTION STANDARDS. ALL WORK MUST BE
PERMITTED, INSPECTED AND APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION
AND APPROVED BY UTILITY BEFORE METER IS INSTALLED.
12. PROVIDE NEW WIRING FOR ALL NEW CIRCUITS, DEVICES, AND ELECTRICAL SYSTEM
COMPONENTS AS REQUIRED. PROVIDE CONVENIENCE OUTLETS INSIDE SECURED CABINET.
FIELD VERIFY ALL DEVICE AND WIRING REQUIREMENTS WITH OWNER, EQUIPMENT
PROVIDERS, AND TELCO/UTILITY PROVIDERS. PROVIDE BREAKER SPACE FOR FUTURE
CABINET SUPPLY AND EXHAUST FANS IF NECESSARY.
13. NUMBERED CIRCUITS ARE FOR CONVENIENCE OF DESIGN ONLY.
FAULT CURRENT CALCULATION TABLE
NOTES:
1.
2.
3.
4.
5.
LOCATION (n)
Panel IT
Panel 'A1'
All Calculations utilize Bussman "Point-To-Point" Method.
Variables:
The E.C. shall field report any discrepancies to the Engineer.
Conductor lengths shall not be less than the values listed. The E.C. shall field verify conductor lengths and contact
engineer immediately if conductor lengths are less than the values shown.
Conductor Lengths listed in this table are for fault study purposes only and shall not be used for bidding or other calculations.
# of RUNS
1
L=Feeder Length (LF)
C=Conductor "C" Value
CONDUCTOR
4
V(L-L)
208
0 Q · I Q
F(n)=F(n-1) x M(n)
V(L-N)
120
1=Steel
2=Non-Mag
1
L(ft)
80
f(n)(L-L) = (2 x L x F(L-L)(n-1))/(C x # of runs x VOLTAGE) in Amperes
f(n)(L-N) = (2 x L x F(L-N)(n-1))/(C x # of runs x VOLTAGE) in Amperes
C
3,806
f(L-L)
2.25
f(L-N)
7.80
M(L-L)
0.31
February 7, 2014
M(L-N)
0.11
F(L-L)
11,127
3,425
F(L-N)
22,254
2,530
ELECTRICAL LEGEND
NOTE: NOT ALL ITEMS APPEAR ON DRAWINGS.
SYMBOLS MAY DIFFER FROM EXISTING AND
DEMO WORK OR DEVICES REFERENCED FROM
DRAWINGS BY OTHERS.
T
ABBREVIATIONS
E.C.
WP
GFI
TRANSFORMER
GROUND FAULT INTERRUPTING
ELECTRICAL CONTRACTOR
WEATHER PROOF
ELECTRICAL PANEL BOARD
EQUIPMENT DISCONNECT SWITCH
EQUIPMENT FUSED DISCONNECT SWITCH
REFERENCE SYMBOLS
FEEDER - SEE SCHEDULE
XFMR
kVA
TRANSFORMER WITH GROUNDING AND
OVERCURRENT DEVICES SEE
TRANSFORMER SCHEDULE
#/W
XX
AHJ AUTHORITY HAVING JURISDICTION
PANEL SCHEDULE:
BUS RATING:
MAIN C.B.:
MOUNTING:
COMMENTS:
CIR
NO.
1
3
CIRCUIT
AMPS
20
20
60A
60A/2P
Surface
New Panelboard, NEMA 3R, Service Rated
BREAKER
POLE
1
1
PHASE A (VA):
PHASE B (VA):
TOTAL LOAD (VA):
‘:,5(
or M.L.O:
CONNECTED
LOAD (VA)
500
500
1,000
A
NEC DEMAND
FACTOR
DESCRIPTION OF
LOAD SERVED
Spare
Spare
PHASE
A
B
VOLTAGE L-L:
VOLTAGE L-G:
S.C.RMS RATING (AIC):
DESCRIPTION OF
LOAD SERVED
Cabinet #1
Cabinet #2
PHASE A (VA):
PHASE B (VA):
TOTAL DEMAND LOAD (VA):
240
120
22,000
NEC DEMAND
FACTOR
1.00
1.00
500
500
1,000
October 10, 2013
CONNECTED
LOAD (VA)
500
500
4.17
CIRCUIT
POLE
1
1
A
BREAKER
AMPS
20
20
CIR
NO.
2
4
T
PAD MOUNTED UTILITY
300kVA TRANSFORMER
208/120V, 3-PHASE, 4W
300S/4
300A/3P
M
300A/3P
IT
PANEL
TRIP
30/3
TVSS30/4
300/4 300/4
300/4 600/4
2/0Cu
GRADE LEVEL
250/2
PANEL
A
250/3
60/2
AT&T
1st LEVEL SUB-GRADE PARKING
CROWNCASTLE
4th LEVEL
3rd LEVEL
2nd LEVEL
METER
ST
225kVA
TO IT PANEL
SHUNT
600/3
NEMA 3R PANELBOARD
WITH MAIN BREAKER AND
MINIMUM 4-CIRCUITS
MOUNTED ON POLE
20A
20A
60/2
20A PANEL 'A1'
20A
(N)
(N)
(N)
60/3
60/3 3#4,#8G Cu, 1"C
Feeder Schedule
Conductors shall be sized and
installed in accordance with NEC.
ELECTRICAL ONE LINE DIAGRAM
SCALE: N.T.S.
1
E-1
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)(E)
(E)
(E)
(E)PANEL 'IT' EXISTING LOAD
380A MAXIMUM, NEW
LOAD WITH PANEL 'A1' LESS
THAN 440A.